Uniform Building Code |
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Page 127
... determined by the building official . Snow loads in excess of 20 pounds per square foot may be reduced for each degree of pitch over 20 degrees by R , as determined by the following formula : WHERE : Rs R1 = S 40 - = Snow load reduction ...
... determined by the building official . Snow loads in excess of 20 pounds per square foot may be reduced for each degree of pitch over 20 degrees by R , as determined by the following formula : WHERE : Rs R1 = S 40 - = Snow load reduction ...
Page 134
... determination as indicated above , the value of T for buildings may be determined by the following formula : T = 0.05h VD . ( 12-3A ) Or in buildings in which the lateral force - resisting system consists of ductile moment - resisting ...
... determination as indicated above , the value of T for buildings may be determined by the following formula : T = 0.05h VD . ( 12-3A ) Or in buildings in which the lateral force - resisting system consists of ductile moment - resisting ...
Page 544
... determined by the use which gives the largest number of persons . The occupant load for buildings or areas containing two or more occupancies shall be determined by adding the occupant loads of the various use areas as computed in ...
... determined by the use which gives the largest number of persons . The occupant load for buildings or areas containing two or more occupancies shall be determined by adding the occupant loads of the various use areas as computed in ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength